防灾减灾工程学报2016，Vol.36Issue(4)：528-536,9.DOI:10.13409/j.cnki.jdpme.2016.04.004
路肩桩板墙受力特性的室内模型试验研究
The Indoor Model Test Study on Mechanical Characteristics of Embankment Pile Wall
摘要
Abstract
In the high and steep canyon area,the embankment pile sheet retaining wall as a widespread use of retaining structure has convenient construction,low cost and beautiful appearance.But because of the complexity of retaining wall structure and high steep slope retaining difficulty,the stress characteristics of the structure is still not completely clear.According to the similarity ratio of 1 ∶ 25 we established a simple model.Through indoor model test,we simulated and studied under different conditions the sheet pile wall stress state and displacement values.We studied the stress changes with test procedure.According to the test results the high and steep slope deformation and failure mechanism were analyzed.关键词
路基帮宽/桩板墙/稳定性分析/模型实验Key words
roadbed width/sheet pile wall/stability analysis/model experiment分类
交通工程引用本文复制引用
张钦鹏,梁庆国,刘璐,徐善常..路肩桩板墙受力特性的室内模型试验研究[J].防灾减灾工程学报,2016,36(4):528-536,9.基金项目
国家自然科学基金项目(41262010,41562013)、甘肃省基础研究创新群体项目(145RJIA332)、长江学者和创新团队发展计划项目(IRT1139)资助 （41262010,41562013）
